埃塞俄比亚北部杰拉多集水区水文气象特征评估

A. Nigusse, AbdulAziz Hussien, Destalem Niguse, Equbay Gebre, Gebrerufael Hailu, Tesfalem Gebre, Desta Leuel, Abrhaley Teklay
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引用次数: 0

摘要

在埃塞俄比亚北部,土地退化和人口压力加剧了水土流失。水土流失反过来又加剧了地表径流,对该地区的农业生产和经济增长构成了严峻挑战。了解水文气象变量的特征和动态是水资源开发项目的重要内容。本研究旨在评估埃塞俄比亚北部 Gerado 集水区的水文气象特征。研究人员从现有气象站收集了长期气象数据,如降水、温度和其他气候因素。在估算潜在和实际蒸散量时,采用了 Thornthwaite 经验方程和 Thornthwaite 土壤水分平衡模型。第一种方法使用气温作为蒸发蒸腾的能量指数。同样,集水区的地下水补给量是根据流出量与蓄水量变化之间的差值计算得出的。该地区的径流量是根据降雨系数、年降水量和航空覆盖率计算得出的。另一方面,根据选定的重要控制因素绘制了该地区的地下水潜势图(GWP)。结果表明,集水区的年潜在和实际蒸散量分别为 755 毫米/年和 723 毫米/年。实际蒸散量是根据主要土壤质地、根系土壤深度和各自的土地用途进行评估和加权的。结果表明,中等深根谷类作物和砂壤土质地的蒸散量较高,占 48.5%。但是,中等深根和粘壤土类型的谷类作物的蒸散量较低(42.2%)。由于集水区没有测量站,因此采用径流系数法计算径流量。据此计算,集水区的地表径流量为 120,581,841 立方米或 326 毫米。而该地区的地下水补给量为 52,208,159.5 立方米(141.5 毫米)。因此,在给定的年平均降水量中,分别有 27.6% 和 12% 的年平均降水量因径流和补给而流失,其余(60.4%)则因蒸发而流失。关于全球降水潜能值适宜性绘图,岩性、矿床密度和地貌被认为是影响地下水绘图的最重要因素。在岩性和地貌等级中,适合全球升水潜能值的区域都在其中。此外,坡度平坦、线状密度低的地区也位于地下水最丰富的地区。此外,在适当的区域安装雨量计对于获得全面、一致的数据至关重要。 关键词水文气象、格尔多集水区、地下水补给、径流、蒸散、GWP
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Evaluation of Hydrometeorological Characteristics in the Northern Ethiopia, Gerado Catchment
In Northern Ethiopia, land degradation, together with population pressure foster soil erosion. Soil erosion in turn escalates surface runoff which is a serious challenge to agricultural production and economic growth in the region. Understanding the characteristics and dynamics of hydrometeorological variables are important elements in water resources development projects. Present study was carried out to evaluate hydrometeorological characteristics in the Northern Ethiopia, Gerado Catchment. Long term meteorological data such as precipitation, temperature and other climatic factors were collected from existing meteorological stations. Thornthwaite empirical equation and thornthwaite soil water balance models were employed in estimating potential and actual evapotranspiration. The first approach used air temperature as an index of energy available for evapotranspiration. Similarly, groundwater recharge of the catchment was computed as a difference of between outflow and change in a water storage. The runoff of the area was calculated based on the rainfall coefficient, annual precipitation and aerial coverage. On the other hand, groundwater potential (GWP) of the area was mapped based on important selected controlling factors. The result indicated that the annual potential and actual evapotranspiration of the catchment was found to be 755 mm/year and 723 mm/year respectively. The actual evapotranspiration was evaluated and weighted based on the dominant soil textures, depth root soil, and the respective land uses. As result, high evapotranspiration was observed in moderate deep rooted cereal crops and sandy loam soil texture which accounted 48.5% influence. But, cereal crops with moderate deep rooted and clay loam type have low AET (42.2%). Because of absence of gauging stations in the catchment, the volume runoff was computed using the runoff coefficient method. Accordingly, surface runoff from the catchment was calculated to be 120,581,841 cubic meter (m3) or 326 mm. Whereas, the groundwater recharge of the area was also found to be 52,208,159.5 cubic meter (141.5mm). Thus, out of the given mean annual precipitation, 27.6% and 12% of the mean annual rainfall lost because of runoff and recharge and the rest (60.4%) due to evapotranspiration. Regarding GWP suitability mapping, lithology, liniment density and geomorphology were found the most essential factors affecting groundwater mapping. The suitable GWP areas were lied within lithology and geomorphology class. Moreover, areas with flat slope and low lineament density are also located in most rich groundwater areas. Furthermore, installation of rain gauges at appropriate areas are essential for all inclusive and consistent data availability.       Keywords: Hydro-meteorological, Gerdo Catchment, groundwater recharge, runoff, evapotranspiration, GWP
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